CLEAN WATER DEVELOPMENT ANALYSIS BANGSRI VILLAGE, PLANDAAN DISTRICT JOMBANG DISTRICT
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Institusion
Universitas Darul ulum
Author
Wahyu agustina, Ayu
Subject
TA Engineering (General). Civil engineering (General)
Datestamp
2021-10-18 10:30:47
Abstract :
Clean water is the background for analyzing the development of clean water in Bangsri village. Namely by knowing the discharge of clean water, the need for clean water for the next 10 years, planning the capacity and dimensions of the ground reservoir. With the current deep well and considering that the population is increasing every year, the volume of water discharge required is increasing. With this clean water development analysis, it is targeted that the community's clean water needs can be met with a service level of up to 100% of the population of Bangsri Village in the future. The calculation of the projected population from 2019 which is 1,917 to 2029 is 2,088 people, with the need for water until 2029 is 2,088 liter/second. It is planned that the ground reservoir with a capacity of 168,584 m for the two reservoirs will become 84,288 m with dimensions of 5.00 x 3.00 x 3.5 meters using a concrete plate construction and functioned as a filter as well as deposition.
Clean water is the background for analyzing the development of clean water in Bangsri village. Namely by knowing the discharge of clean water, the need for clean water for the next 10 years, planning the capacity and dimensions of the ground reservoir. With the current deep well and considering that the population is increasing every year, the volume of water discharge required is increasing. With this clean water development analysis, it is targeted that the community's clean water needs can be met with a service level of up to 100% of the population of Bangsri Village in the future. The calculation of the projected population from 2019 which is 1,917 to 2029 is 2,088 people, with the need for water until 2029 is 2,088 liter/second. It is planned that the ground reservoir with a capacity of 168,584 m for the two reservoirs will become 84,288 m with dimensions of 5.00 x 3.00 x 3.5 meters using a concrete plate construction and functioned as a filter as well as deposition.
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